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THISTLEDOWN ESTATES SUBDIVISION
<br />LOCATED IN THE* S.W. 1/4 OF SEC, 26, T9 S) R 3 F; W. M.
<br />CITY OF GATES, MARION COUNTY, OREGON
<br />3/4'1. P (C, S. 14 255)
<br />/1 0.8,'ABOVE GROUND SURFACE
<br />BEARS N0003*04"W 1.95' BASE BEARING INITIAL POINT
<br />N89058'00"E 14201 CENTER OF SECTION 26
<br />32B.00' I" LR (CS.6324A)
<br />WIDE PUTILITY
<br />OA' ABOVE GROUND SURFACE
<br />EASEMENT To LOT 15
<br />SEWAGE DRAINFIELD
<br />EASEMENT TO LOT 15
<br />SEWAGE DRAINFIELD
<br />EASEMENT TO LOT 13
<br />SEWAGE
<br />N. DRAINFIELD
<br />SEWAGE EASEMENT
<br />DRAINFIELD TO LOT 12
<br />SEE DETAIL
<br />EASEMENT
<br />SHEET 2 OF 3.
<br />SEWAGE TO I OT 11 LOT 16
<br />DRAINFIELD 12.356 ACRES
<br />SEWAGE EASEMENT %
<br />DRAINFIELD TO LOT 9
<br />EASEMENT
<br />N
<br />TO LOT 3 SEWAGE
<br />DRAINFiELD
<br />-T To LOT 14
<br />_N
<br />,40 O�S -0'
<br />L
<br />20 WIDE PRIVATE UTILITY
<br />TO VOE� lo \ � EASEMENT TO LOTS 9,II, 12,13 a 14
<br />CZ) -5 quo 0Q,
<br />20"WIDE PRIVATE UTILITY
<br />0'
<br />SEM
<br />V�tl�tiC)
<br />EASEMENT TO LOT Z FV 190.14, 112.02' 124.25' 138,74' 152.54 83.93'
<br />^7
<br />C71 1
<br />0 S900OO'OO"E 235. i2 LOT 7
<br />V6
<br />Cn 0.815 ACRES LOT 8
<br />:o IV'� LOT 9 d
<br />a 41 0650 ACRES In
<br />II Go -(D
<br />1310 0.606 ACRES
<br />Pn
<br />0 OU. OF
<br />0 LOT 10
<br />0
<br />0 0 0.647 ACRES (0 00, :0
<br />z 20 WIDE PRIVATE ri -
<br />/0 CV LOT It UTILITY EASEMENT in
<br />52 -os 1. 0
<br />@ 21-0 1z, IN 0
<br />N 300 33'03' W AP 0.992 ACRES TO LOT 15
<br />SEWAGE .11W @ 0
<br />19 LOT 12 In
<br />1111(9 3 -
<br />CURVE DATA
<br />DRAINFIELD
<br />EASEMENT
<br />Tr4B
<br />.,e
<br />@ -0- -19.4 6
<br />0
<br />ry
<br />No.
<br />Radius Delta
<br />Length
<br />Chord Bearing &
<br />Distance
<br />1
<br />2331.83' 1005'05"
<br />44.15'
<br />S 840 10'53" W
<br />44.151
<br />2
<br />2331.83' 5011'40"
<br />211,41'
<br />S 87019'15" W
<br />211.34'
<br />3
<br />90.00' 72002'14"
<br />113.16'
<br />N 35054'48" W
<br />105.85'
<br />4
<br />250.00' 20°41'55"
<br />90.32'
<br />N 61034'57" W
<br />89.821
<br />5
<br />250.00' 13056'12"
<br />60.81'
<br />N 44015'54" W
<br />60.661
<br />6
<br />190.00' 3303456"
<br />111,36'
<br />N 54005'l 6" W
<br />109.78'
<br />7
<br />95.00' 6012'22"
<br />10.29'
<br />N 73058'55" W
<br />10.29'
<br />8
<br />95.00' 25°06'41"
<br />41.64'
<br />N 89038126" W
<br />41.301
<br />9
<br />155.00' 8°55'51"
<br />24,16'
<br />S 82016`09" W
<br />24.14'
<br />10
<br />155.00' 50028'l 911
<br />136.54'
<br />N 68°01'46" W
<br />132.17'
<br />11
<br />155.00' 12014'3311
<br />33.12'
<br />N 36040'20" W
<br />33.06'
<br />12
<br />30.00' 32035'40"
<br />17.07'
<br />N 46050'54" W
<br />16.84'
<br />-13
<br />50.00' 119- 1044"
<br />104.00'
<br />N 03033-22" W
<br />86.241
<br />14
<br />50,00' 69040'18"
<br />60.80'
<br />N 89°07'51" W
<br />57.12'
<br />15
<br />50.00' 72°31'09"
<br />63.29'
<br />N 18002'07" W
<br />59.14'
<br />16
<br />30.00' 52016'46"
<br />27.37'
<br />N 7'054'56" W
<br />26.43'
<br />17
<br />95.00' 68008'28"
<br />112.98'
<br />N 68007'33" W
<br />1,06.44' 06.44'
<br />18
<br />155.00' 31 ° 19'03"
<br />84.72'
<br />N 86032'15" W
<br />83.67'
<br />19
<br />250.00' 17009'49"
<br />74.89'
<br />N 62017'49" W
<br />74.6 P
<br />20
<br />250,00' 16025'07"
<br />71.64'
<br />N 45030'21" W
<br />71.40'
<br />21
<br />190.00' 2805536"
<br />95.93'
<br />N 51045'36" W
<br />94.9 P
<br />22
<br />190.00' 5042'30"
<br />18.93'
<br />N 69004'39" W
<br />18.92'
<br />23
<br />150.00' 20054'05"
<br />54.72'
<br />N 61"28'52" W
<br />54.42'
<br />24
<br />150.00' 51008'08"
<br />133.87'
<br />N 25027'45" W
<br />129.47'
<br />A
<br />120.00' 72002'14"
<br />150.87'
<br />N 35054'48" W
<br />141.13'
<br />B
<br />220.00' 34038'0711
<br />132.99'
<br />N 54°36'51" W
<br />130.97'
<br />C
<br />220.00' 33034'5611
<br />128.95'
<br />N 54005'l 6" W
<br />127.11'
<br />D
<br />125.00' - 31019'03"
<br />68.32'
<br />N 86032'15" W
<br />67.48'
<br />E
<br />125,00' 71038'4311
<br />156.31'
<br />N 66022'25" W
<br />146.32'
<br />F
<br />125.00' 19°48'51"
<br />43.23'
<br />N 20038'38" W
<br />43.01'
<br />DRAINFIELD
<br />EASEMENT
<br />Tr4B
<br />.,e
<br />@ -0- -19.4 6
<br />0
<br />ry
<br />1,15Z ACRES LOT 13
<br />LEGEND:
<br />TO LOT 2 LOT 6
<br />1.853 ACRES
<br />9.44
<br />C
<br />-3/131 6
<br />-1b
<br />.3 1372, ACRES
<br />V,
<br />0
<br />LOT14
<br />Initial Point: Found a I inc iron rodat e center 0 Section 6.
<br />co
<br />10 UTILITY
<br />Id UTILITY IQ �0- EASEMENT
<br />EASEMENT
<br />-z'
<br />01
<br />1,811 ACRES
<br />0
<br />Found 5/8 inch iron rods with yellow plastic caps stamped " Barker PLS
<br />it and are within 0.2' of
<br />Cq
<br />61
<br />POP
<br />636 set in C.S. 33732, unless otherwise noted,
<br />V)
<br />N
<br />(r
<br />ground surface.
<br />4.,
<br />LOT 4
<br />"Barker
<br />LOT 5
<br />r1207
<br />Set 5/8 inch by 30 inch, iron rod with yellow plastic cap stamped
<br />1.613 ACRES ACRES
<br />5
<br />LOT 3
<br />20' UTILITY
<br />PLS 636" to be post monumented.
<br />�T
<br />0
<br />0
<br />1.206 ACRES
<br />EASEMENT
<br />0
<br />0
<br />Set 5/8 inch by 30 inch, iron rod with yellow plastic cap stamped "Barker
<br />ry
<br />-
<br />C.
<br />KI
<br />PLS 636
<br />100 267jq,
<br />23
<br />61
<br />Set brass screw in washer stamped "PLS 636" in concrete.
<br />20 WIDE PRIVATE
<br />0-106
<br />LOT 15
<br />UTILITY EASEMENT
<br />1.381 ACRES
<br />0
<br />5/8 inch by 30 inch rod with a 2 inch aluminiumcap stamped "Barker
<br />70 LOTS 2 3
<br />2BZ36' -
<br />--\
<br />19 8 39,
<br />133 91d
<br />24
<br />A
<br />PLS 636" to be post monumented.
<br />S ago 58' 14" W 619.6 5'
<br />Data of Record,
<br />I" I I? (C S 18
<br />392)
<br />LOT 2
<br />N
<br />3d
<br />I.P. = Iron pipe
<br />I. P (C. S. 12001 A)
<br />0I ABOVE
<br />GROUND
<br />2-269 ACRES
<br />WI.R.
<br />36 716
<br />=Iron rod
<br />SURFACE
<br />01
<br />0
<br />W LOT I
<br />'-�NE19-55'39"E
<br />RAILROAD IRON
<br />(C.S. 6324A)
<br />C.S. =County Survey
<br />cl�
<br />V.
<br />0
<br />Uj 1.086 ACRES
<br />2-08)34'
<br />V. = Volume
<br />REGISTERED
<br />REGI
<br />PROFESSIONAL
<br />%n
<br />V,
<br />N
<br />0o
<br />0
<br />W
<br />0
<br />< I SEE DETAIL 'AI
<br />Z
<br />�-8
<br />5/8"I. R. (C. S. 14 255)
<br />P. = Page
<br />L.C. Long chord
<br />LAND SURVEYOR
<br />I
<br />;�i SHEET 2 OF 3
<br />Cr
<br />0
<br />10
<br />L cd
<br />0
<br />b -
<br />Point of spiral
<br />8
<br />0
<br />In
<br />P.S.C. = Point of spiral to curvc
<br />F.C.S. = Point of curve to tangent
<br />a
<br />SCALE: I"r 100I
<br />DATE, JUNE 14, 1995
<br />0 R E G 0 N
<br />JJLY 10, 1964
<br />CLARENCE E. BARKER
<br />0
<br />z
<br />ARC.
<br />2.7 B. to . ........... 511:01111z 7 0
<br />278.03 L -C -
<br />N BBC'4G5'0IO' W 17.11"L C.
<br />17.11'ARC.
<br />P.T. = Point of tangent
<br />ATION
<br />SEE INTERIOR MONUMENT
<br />NOTES ON SHEET 3 OF 3
<br />636
<br />0005938 HIGHWA*(
<br />14tj��
<br />ly �,V
<br />SANT
<br />EXPIRES 12-31-97
<br />Nofl71`H - � y 2,2)
<br />HW
<br />ZO'Od'
<br />..................................... (08. ST
<br />R :233 133'
<br />L: 796.45'
<br />C= S BTO IB' 20 W 298.25
<br />BARKER SURVEYING CO.
<br />CUR v
<br />, SPIRAL
<br />a, INDEX
<br />-%n
<br />NARRATIVE:
<br />Basis of bearing is on the North line of the Southwest Quarter o f
<br />2035 25TH STREET S.E.
<br />SAI OREGON 97302 In
<br />400
<br />0-0'625
<br />In
<br />CU
<br />r4
<br />Sheet Contents
<br />Cn I of 3 Index map, legend, & narrative & curve table
<br />Section 26 as shown in C.S. 33732.
<br />PHONE 588-8800 rj
<br />: -3; N
<br />M C"
<br />co
<br />in
<br />0
<br />Ch 2 o f 3 Sheet of details
<br />Boundary resolution is from C.S. 33732. All bearings and
<br />a
<br />0
<br />0
<br />0
<br />z
<br />0 3 of 3 Surveyors certificate, declaration,
<br />N
<br />distances shown on the perimeter of this subdivision are the same as
<br />-
<br />0 0
<br />UD 0
<br />acknowledgement, city and county approvals
<br />measured in C.S. 33732.
<br />SHEET I OF 3
<br />
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